Share:

I 25 ML NBND over SULL CREEK

Map

Coordinates:
+37.65058, -104.78583
37°39'02" N, 104°47'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 25 ML NBND over SULL CREEK
Structure number:N-17-BG
Location:1.7 MI NO OF SH10-WLSNBRG
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:68.9 ft. [21.0 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:4,150 [as of 2011]
Truck traffic:22% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:57.4
Estimated cost of work:$340,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016PoorPoorSatisfactoryFair415057.4
November 2014PoorPoorSatisfactoryFair415057.4
November 2012PoorPoorSatisfactoryFair410057.4
December 2010PoorPoorSatisfactoryFair410057.4
October 2008PoorPoorSatisfactorySatisfactory410068.5
December 2006PoorPoorSatisfactorySatisfactory415068.5
December 2004PoorPoorSatisfactorySatisfactory354268.5
October 2002FairFairSatisfactorySatisfactory378773.9
November 2000FairFairSatisfactorySatisfactory313172.5
November 1998FairFairSatisfactorySatisfactory313172.5
November 1996FairFairSatisfactorySatisfactory280072.6
November 1994FairFairSatisfactorySatisfactory280072.6
December 1992FairFairSatisfactorySatisfactory275066.9
October 1990FairFairSatisfactorySatisfactory237571.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.92511081500
Steel Protective Coatingsq. ft.92511081500
Deck
Reinforced Concrete Decksq. ft.6,2903,2903,00000
Wearing Surfacessq. ft.5,5505,550000
Substructure
Reinforced Concrete Columneach43010
Reinforced Concrete Abutmentlinear ft.68442400
Reinforced Concrete Pier Caplinear ft.623315140
Joints
Pourable Jointlinear ft.30201000
Other Jointlinear ft.3434000
Bearings
Movable Bearingeach1510500
Steel Protective Coatingsq. ft.1510500
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.55000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.370370000
Steel Protective Coatingsq. ft.370370000